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2008-285 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4z Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUP-A-N- CY Permit Number: P20080285 Date Issued: Wednesday, June 22, 2011 This is to certify that work requested to be done as shown by Permit Number P20080285 has been completed. Location: 11 BOGART Ct Tax Map Number: 523400-290-017-0002-038-000-0000 Owner: SCHERMERHORN RESIDENTIAL HOLDINGS, L. Iax Igap Number: 523400-290-017-0002-038-000-0000 pphcant: AMEDORE LAND DEVELOPERS LLC Owner: AMEDORE LAND DEVELOPERS LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the C --- property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 18)761-8201 Community Development-Building&\Co (518)761-8256 BUILDING PERMI Permit Number: P20080285 Application N mber: AZ0080285 c F, Tax Map No: 523400-290-017-0002-038-000-0000 If Permission is hereby granted to: AMEDORE LAND DEVELOPEL L '� For property located at: 11 BOGART Ct � IJ � 0 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and e�in rrmation hereto filed and approved and in compliance with the NYS Uniform Building Codes and Queens ury Zoning Ordinance. T of Cons con Value Owner Address: AMEDORE LAND DEVELOPERS L i 11 BOGART Ct ace QUEENSBURY,NY 12804-0000 \ G age Attached` \To Ouse $120,000.00 \To Value 1 � $120,000.00 l Contractor or Builder Name/Addrss �, \1{ E ectrical Inspec n Agency i t 7f � r i Plans&Specifications 2008-285 1653 SQ FT TOWNHOUSE WITH 525 SQ FT GARAGE&- FIREPLACE $283.92 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 24,2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Q7J/- 4 sday,June 24,2008 SIGNED BY ��—fj�7':r for the Town of Queensbury. Director of Building&Co e Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080285 Application Number. A20080285 Tax Map No: 523400-290-017-0002-038-000-0000 Permission is hereby granted to: AMEDORE LAND DEVELOPERS LLC For property located at: 11 BOGART Ct in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: AMEDORE LAND DEVELOPERS L Fireplace 11 BOGART Ct Garage Attached QUEENSBURY, NY 12804-0000 Townhouse $120,000.00 Total Value $120,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-285 1653 SQ FT TOWNHOUSE WITH 525 SQ FT GARAGE & 1 FIREPLACE $283.92 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,June 24, 2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Wensburya expAe'sday, Dated at the , June 24,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY 290 �"i ;.: 'TAX MAP NO. PERMIT NO. (T2 o FEES: PERMIT RECREATION ENGINEERING �` � (If applicable) Oui=a PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSU NCE 9F A VJ LID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER• 'tW cw 1 ZZcs-�. Lug : OWNER: ADDRESS: l JUG Le ,�- -O'er-P. . �� Z2�i ADDRESS: PHONE NOS. 4 (c - (U ( y PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: -�tiIG�K- PHONE:-5& LOCATION OF PROPERTY: ( 1 0 SUBDIVISION NAME: VU-) PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR zO PROJECT e�2 Z Q �. T z SINGLE FAMILY V/ �v TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) ROF 72 r TOWNHOUSE BUSINESS OFFICE -RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: I Z 0,(!UO FUEL TYPE: HEAT TYPE: " "HOW MANY FIREPLACE(S): I AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION:IU 6' `° ar^r tNI Z 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? No ARE THERE EASEMENTS ON PROPERTY? in I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to th above Signed to Director of Building &Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ,....................................................0 Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building ` herein is found to be in accordance with the described herein in accordance with said ; zoning Laws of the Town of Queensbury. Application: S ; 0 , I 10 BUILDING & CODES APPROVAL ZONING APPROVAL 1 o DATE ; DATE11 I .� QUESTIONS? CALL T61.6266 OR EMAIL codes(MclueensburV.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes �No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbunj• Community Development Office - 742 Bay Road, Queensbunj, NY 12804 eck Residential Plan Review: One & Two Family Dwellings YC /N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans, if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width air Run and Rise order Run and Rise Spiral Not Allowed From 2° Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& Interconnected Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed _ _ _ _ _ _ _ lCommunity Development Office Tozon of Queeu burn • ,-42 Bail Roair Net,, � � k •128r l Alarilipi Ryba, Executive Director- • DauiJ H,Itil(, Director /Building & ce't; L.ral,a B row iz, Zoning At.MV I i 5 tl':Z t01' WINDOWSCHEDLILE ___ ______________ ___ _ __ _ JOB SITE/ADDRESS: i 1 4- DATHE: OWNER: APPLICATION No .: WINDOW-- . WINDOW >PENING UNIT OR GEAR v CLEAR WINDOW STOCK ROUGH ROL GH SQ FT OPENING NO.OR SQ FT. SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAT: HEIGHT LETTER t`10DEUT1'PE VENT VIDTH IN INSTRUCTIONS ON PLAN NAME Sf LEL WIDTH HEIGHT OPENING INCHES INCHES 27 2 — �. iA 37r�S 313/�{ (05 /'9 (9 q �i�T Of I-r e — — -- — -3111] -- - - - r� loky j 7 `r `' ( �, `%`tea /ftv -- -— -- r --- --- ; Community Development Office ; Du ll, of Queenshury • ;;_' 9,Zl/ Read • Que ns1nlrlt, New York •12804 ; larihin Ryba, Eiecialue Director • Do u-1 Hahn, Director of Buildilro & Codes -lt?ia Brown, Latino Administrator ; -- -- -r BUILDING PERMIT CALCULATION SHEET: ri. A_1�4ci f",\ NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT AREA OF ROOM IN LIGHT VENTILATION HABITABLE ROOM SQUARE FEET A"OF ROOM AREA SQUARE JVENTILATION 4°h SQUARE OPENING FOR REMARKS FOOTAGE OF ROOM AREA FOOTAGE EGRESS 9< .. �.lv• 90.-7 ? Sa. v 10:13� Zi, 3CQ 15 , QUESTIONS 7 CALL 761-6256 OR EMAIL codespgueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.ciuensbtirv.net 10-LTR 1 1-20 Queensbury Building & Code Enforcement - Residential Fin Inspection Office No. (518)761-8256 Arrive: am/pm Depart Date Inspection reques received: Inspector's Initials: /` NAME: PERMIT# (/(J LOCATION: 41 DATE: .— TYPE OF STRUCTURE: Comments" Y No NIA 4" Building Number Address visible from road Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guam at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant 40 Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate oo Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety Qlazinq/WiRdow in stairwells safety ghvinge Interior Smoke D ectors/Carbon etedo Every level: Ev Bedr m: Outside every bedroom re_ : Inter Connected: Battery backu Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel Floor truss draft stopping finished basement 1,000 sq.ft. 01 Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum V2*Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker 01 Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes FormslBuilding&CodesUnspecion FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10 MAP REFERENCE: HAVILAND ROAD SUBDIVISION BY: VAN DUSEN&STEVES 1P�� / DATED: OCTOBER 14, 2005 2 LAST.•REVISED MARCH 16, 2006 o00, a0- 4 Ja LOT 1 W s LOT 38 c�, ^ 10,810.65 sq. ft. 0.25 acres 06 10- x 49.95' c'"] COMMERCIAL LOT 2 r 1 1/ o WOO2STD ORY r USE m r CONC. Q 0• 68 06 1 4 7 0E A5PH,4LT 4 �� p 3.20, v Q A n r m 36 de, WOOD STORY PR SME'TOW/yh pU coroc. WETLANDS A5PHALT COMMERCIAL LOT 3 LOT 37 00 0 0�GT� - � ,N C. ST LOT 35 LOT 36 H fY-eM H.O.A. ,hc aA: Date, October 20, 2008 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY a� MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for Scale 1'-20' Q, VIOLATION OF SECTION nos,SUB-DIVISION Z OF THE C.X. NEW YORK STATE EDUCATION LAW S t e v e s ONLY COPIES FROM THE ORIGINAL OF,HIS SURVEY AM E D 0 RE LAND DEVELOPERS LL C MARKED MTH AN ORIGINAL OF THE LAND SURVEYORS S- 1 SHALT.BE CONSIDERED TO BE VALID TRUE GGPES.- cERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE PATH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED Land S u r v e y o r s LBY AND NEW STATE ASSOCIATION OF PROFESSIONAL LOT #38 LANDD SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR 71 THE SURVEY IS PREPARED,AND Haviland Road Subdivision s 1 OF 1 ON HIS BEHALF 70 THEE TITLE COMPANY,GOVERNMENTAL 169 Haviland Road ueensbur New York 12804 AGENCY AND LENDING INS11 17ION LISTED HEREON,AND Q yf TO THE ASSIGNEES OF THE LENDING INSTITUTION.' Town of Queensbury, Warren County, New York Amedore (518) 792-8474 New York Lic. No. 50135 1 1 N0, DATE DESCRIPTION DWG. No. 05146-38 Queensbury Building & Code Enforcement - Residential Fin Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: . am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: (�tJ LOCATION: DATE: TYPE OF STRUCTURE: Comments: Y No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wipdow in stairwells safety g1cving Interior Smoke D ectors/Carbon etecto Every level: Ev Bedr m: Outside every bedroom rea- Inter Connected: Batterybackup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Of Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: — i ?- NAME: Ir-e— I LOCATION: PERMIT : Final Survey Plot Plan Avvroved Denied The attached final survey has been received by the / Dept.of Community Development. Upon review the survey Cr rown,Zoning Administrator Notes: L:ISueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administmtondoc Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: tit Queensbury Building&Code Enforcement Arrive: am/pm De am/pm, ') 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: C-6 PERMIT#: c_" "g�_ LOCATION: 1( i INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dam roofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /0 - f 2_ - AAI)/--'�� Rough Plumbing / Insulation Inspec n Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's initials: NAME:—A� PERMIT#: LOCATIO INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping T 50 P.S.1 fotl5 minutes Insulation/R sidential Check/Commercial Check e ' ilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: , 3 C7- Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins I,uest received: ` /��QU Queensbury Building &Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect s 1 it' Is:� NAME: 1'�`�'` PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: P ( C/)-e Y N NIA COMMENTS: raming Attic Access 22" x 3W minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses r Bolts 6 ft. or less on center ce and water shield 24 inches from wall Fire separation 1, 2, 3 hour (�J j �(� /4qv l f1 d A)4L- Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms-01-130uildirg&CodesUnspection ForrnsTrarning Fkestopping Inspection Report.doc Revised January 7,2006 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: a i rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: q11 2-100 TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22N x 30° minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center I and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-=113uilding&Codesmnspec Lion Fo►►neWrarnkV Fiestopp ft Inspection Report.doc Revised January 7,2008 6, Framing Firestopping Inspection Report Offite No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ 6�opart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: < PERMIT - LOCATION: 4 1 L INSPECT ON: ,._ ' I J TYPE OF STRUCTURE: Framing Y N/ I WA- COMMENTS:• 'Aft-Kc—cess 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers 0 V C7 Jack Posts/Main Beams Exterior sheeting nailed properly AT 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D Haas each side Draft stopping 1,000 sq. ft. floor trusses chor Bob 6 ft. or less on center /lce and water shield 24 inches from wall Fire separation 1, 2, 3 hour L ,fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade ( F- 1-:13uilding&Codes FonTwOLD%Suilding&CodesUnspe n Forms rarrdng Fkestopping Irspection RepofLd Revised 7,2008 * w/is I�Kz"? .4 --t X, 0 # hq� �(3' � S� Y Job .--. Truss Truss Type Qty Ply 7-11 Bogart/Amedore DWGS:1,UNITS:1.0,TNS 13951437 E806;475 T2C-RX COMMON 1 1 a Job Reference(optional) PROBuild East LLC,Kingston,NY 12401,Taimur Shamali,PE 7.060 a Aug 6 2008 MiTek Industries,Inc.Wed Aug 27 07:34:38 2008 Page 1 1-0-0 6-2-14 12-2-5 18-1-11 25-6-6 32-11-0 40-2-4 47-9-0 1-0-0 6-2-14 5-11-6 5-11-6 7-4-10 7-4-10 7-3-4 7-6-12 ADD 2 X 6 SPF NO.2 Scale=185.0 CONDITION: MODIFY TRUSS CONFIGURATION,AS SHOWN. 8x10 i OR BETTER,CUT TO FIT TIGHT Camber=1/16 in Sia = 8x12 Too 6 j 7 8 12 32"X48" ---�-�, 4x54t 8-10 5 'r'.. 4x4� 4x6 G �� 9 4x10 0 2x4\\ 9 ',&1 17/, 7 V 1 O 4 10 c 3 5- 19 9-14 3 -11 8x8 = ✓ IX 11 1 1 V. , M 2 m � r g1 ' O 24"X48" 24'X24" 6x6 = 21 22 23 20 19 24 18 17 25 16 26 15 14 27 13 12 44= 46= 45 = 4x6= 5x5 = 44= 45 = 3x8 46= i 9-2-10 18-1-11 22-5-4 i 25-0-6 32-11-0 40-2-4 47-9-0 9-2-10 8-11-2 4-3-9 3-1-2 7-4-10 7-3-4 7-6-12 Plate Offsets MY):: 2:0-2-12 0-3-0 5:0-2-4 0-2-0 6:0-4-15 0-3-3 8:0-6-12 0-3-4 9:0-1-12 0-2-0 11:Ed a 0-2-12 17:0-2-8 0-2-0 19:0-2-0 0-2-0 21:0-1-8 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.83 Vert(LL) -0.18 19-21 >999 360 MT20 197/144 (Ground Snow=65.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.26 19-21 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.06 12 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Wind(LL) 0.03 14 >999 240 Weight:338lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, [P] BOT CHORD 2 X 6 SPF No.2*Except* except end verticals,and 2-0-0 oc purins(5-7-12 max.):6-8. 15-20:2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SPF No.2*Except* 6-0-0 oc bracing:17-18. 3-21,9-13:2 X 4 SPF Stud,8-16,7-16:2 X 4 SPF 1650E 1.5E WEBS 1 Row at micipt 5-19,8-16,9-14 11-12:2 X 4 SPF 240OF 2.OE,6-18:2 X 6 SPF No.2 2 Rows at 1/3 pts 7-17,6-18 2 X 6 SYP No.2 with 3-12d(0.131"x3.25")nails nails and cross brace spacing of 14-0-0 oc.: 6-18 2 X 4 SPF No.2 with 3-12d(0.131"x3.25")nails nails and cross brace spacing of 14-0-0 oc.: 7-17 2 X 4 SPF No.2 with 3-12d(0.131"x3.25")nails nails and cross brace spacing of 20-0-0 oc.: 5-19,8-16,9-14 ATTACH 12"PLYWOOD OR OSB GUSSET(15/32"APA RATED SHEATHING 32116 EXP 1) TO EACH FACE OF TRUSS WITH 10d(3.0"X.131")NAILS DRIVEN THRU BOTH SHEETS OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: REACTIONS (lb/size) 2=1769/0-5-8,12=1862/Mechanical,18=3711/0-5-8 2 x 3's-1 ROW @ 0-4-0 O.C.2 x 6's-3 ROWS @ 0-4-0 O.C. Max HOrz 2=203(LC 7) 2 x 4's-2 ROWS @ 0-4-0 O.G2 x 8's AND LARGER-4 ROWS @ 0-4-0 O.C. Max Gray 2=2358(LC 2),12=2685(LC 3),18=4309(LC 2) ', NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 0-2-0 O.C.SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/86,2-3=-3322/111,3-4=-2663/94,4-5=-2394/127,5-6=-1056/146,6-7=-1039/165,7-8=-1377/171, 8-9=-2359/175,9-10=-2677/114,10-11=-3060/89,11-12=-2588/101 BOT CHORD 2-21=-86/2598,21-22=-35/1671,22-23=-35/1671,20-23=-35/1671,19-20=-35/1671,19-24=-23/725,18-24=-23/725, 17-18=-799/155,17-25=-4/1039,16-25=-4/1039,16-26=0/1773,15-26=0/1773,14-15=0/1773,14-27=-20/2383, G OlF NEr 4 13-27=-20/2383,12-13=-25/352 Cs WEBS 3-21=-823/137,5-21=0/1050,5-19=-1501/138,6-19=-3/1270,6-17=-123/2718,7-17=-2481/163,8-16=-1073/58, �� a 8-14=0/798,9-14=-826/104,9-13=-386/161,11-13=0/2118,7-16=-23/1222,6-18=-4062/178 C�Jq NOTES ..�� , 1)Wind:ASCE 7-02;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=17ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) W zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-02;Pg=65.0 psf(ground snow);Pf=50.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 cfl (? 3)Unbalanced snow loads have been considered for this design. A 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 limes flat roof load of 50.0 psf on overhangs 0A 6 non-concurrent with other live loads. X) S l,0 5)Provide adequate drainage to prevent water ponding. 6)The Fabrication Tolerance at joint 6=4%,joint 2=0% August 27,2008 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 WARNING desrgrE pa.rtrrnrfers frn[d AE4D YA3TES ON THIS A D,,..WEUDFD RdATER REFF.RE..NCH PAGE ffff 7+?73 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ProBuild-East Region Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 210 Williamstown Road is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the Berlin,NJ 08009 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For ggeneral g 'dance regarding ® 3(,�g fabrication.qualify control,storage,delivery,erection and bracing.consult ANSI/TPII Qualify Criteria,DSB-89 and BCS11 Building Component C VB3 kkid Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison.WI 53719. C V lid Rough Plumbing / Insulation Inspection R port Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: 16� zz TYPE OF STRUCTURE: N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Wash' chine Drain 2 inch minimum Clianout eve ,100 feet/change of direction Pressure Te_ '--DrW V Air/Head 5 P.S.I. or 10 fte v est connection for 15 min� Pressure Test Water Supply Piping Air/ Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Repot Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building &Code Enforcement Arrive: am/pm part: _am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: d,.A ` NAME: PERMIT LOCATION. - INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses . or less on center Ice and water sh' ld 24 inches from wall Fare on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Fortes-01-13113uilding&Codesllnspection FormsTranft Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ part: _am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: J, NAME:—A!i� PERMIT# LOCATIO INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each We Draft stopping 1,000 sq. ft. floor trusses fi less on center Ice and water shield 24 inches from wall �L 1, 2, 3 hoar 113 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side i4 inch or 5/8 inch Type X Garage side 518 inch Type X Ceilinghyall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDBuilding&CodesYnspec Lion FomisTrarning Firestopping Inspection RepoR.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Ins ti Queensbury Building&Code Enforcement Arrive: Depart: am 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: "— NAME: ERMIT#: LOCATION: L D INSPECT ON: 7 U TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour wNwicewent in Place F e ay in place o tion Waterproofing ooting Drain Daylight or Sump vv� 6 inches above footing as under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection iwport Office No. (518) 781-8256 Date Inspect�rxrr t Queensbury Building & Code Enforcement Arrive:��t h a pm art: ti am 742 Bay Road, Queensbury, NY 12804 Inspector's nitial NAME: (�� - PER IT #. 1 LOCATION:_2 L INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above h' hest connection for 15 minutes Pressure Test Water Supply Piping Ai ad 50_ S.I r 15 minutes Insulationf Residential Check/Commercial Check Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape _71 COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation �✓Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -�� NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF S1 UC Ne Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. s o se on site. Foundation/Wallpour L Reinforcem T" A Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfdl Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0— Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: a Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �4�9 NAME: PERMIT#: _ LOCATION: INSPECT TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. or is o site. F undation/Wallpour Remforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectiojyrequ ved: Queensbury Building&Code Enforcement Arrive: I -?Z part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM REScheck Software Version 4.1.3 Compliance Certificate Project Title: Townhomes at The Havilands Report Date:06/02/08 Data filename:K:\RESCHECK\havilands\11Bogart.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Multifamily Heating Type: Non-Electric Glazing Area Percentage: 10% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 11 Bogart Ct. William Balogh Queensberry,NY 12804 Amedore Homes Inc. 1900 Western Avenue Albany,NY 12203 518-456-1010 wbalogh@amedorehomes.com Compliance: Compliance:39.2%Better Than Code Maximum UA:558 Your UA:339 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Raised or Energy Truss 1653 30.0 0.0 53 Wall 1:Wood Frame,16"o.c. 1836 19.0 0.0 96 Window 1:Wood Frame:Double Pane with Low-E 151 0.350 53 Door 1:Solid 56 0.280 16 Door 2:Glass 29 0.350 10 Basement Wall 1:Solid Concrete or Masonry 1612 11.0 0.0 111 Wall height:7.8' Depth below grade:6.0' Insulation depth:7.8' Furnace 1:Forced Hot Air90 AFUE Air Conditioner 1:Electric Central Air13 SEER The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title Signature > 510 SIO�P Project Title:Townhomes at The Havilands Report date:06/02/08 Data filename: K:\RESCHECK\havilands\11Bogart.rck Page 1 of 4 s s CEScheck Software Version 4.1.3 NJ( Inspection Checklist Date: 06/02/08 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.0'bg/7.8'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.350 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title:Townhomes at The Havilands Report date: 06/02/08 Data filename: K:\RESCHECK\havilands\11Bogart.rck Page 2 of 4 ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-6. Ej Supply ducts in unconditioned spaces are insulated to at least R-11. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Ej The HVAC system provides a means for balancing air and water systems. Temperature Controls: Lj Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title:Townhomes at The Havilands Report date: 06/02/08 Data filename: K:\RESCHECK\havilands\l1Bogart.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Townhomes at The Havilands Report date: 06/02/08 Data filename: K:\RESCHECK\havilands\11Bogart.rck Page 4 of 4